Figure 2 shows a no sidesway frame with a 2kN/m uniformly distributed load at ABC. Theframe has a pinned support at 4, fixed support at E and F, and member CD is an overhangingbeam with a point load of 8kN at joint D. The beams have varying I as stated in the figure.Take E as constant.SkN2kN/m2.5kN/m21B21214m4.5m2m4mEFigure 2: No Sidesway Frame(a)Using the moment distribution method, calculate the moments, then draw the bendingmoment diagram for ABCDEF.(b) Caleulate the shear forces for ABCDEF. Then illustrate the shear force diagram.

Answered: Image /qna-images/answer/4e0fc56b-bd87-4b68-a1cc-311aae80d0fb.jpg

Figure 2 shows a no sidesway frame with a 2kN/m uniformly distributed load at ABC. The frame has a pinned support at 4, fixed support at E and F, and member CD is an overhanging beam with a point load of 8kN at joint D. The beams have varying I as stated in the figure. Take E as constant. 8kN 2kN/m 2.5kN/m 21 B 21 21 4m 4.5m 2m 4m E Figure 2: No Sidesway Frame (a) Using the moment distribution method, calculate the moments, then draw the bending moment diagram for ABCDEF. (b) Caleulate the shear forces for ABCDEF. Then illustrate the shear force diagram.

Figure 2 shows a no sidesway frame with a 2kN/m uniformly distributed load at ABC. The frame has a pinned support at 4, fixed support at E and F, and member CD is an overhanging beam with a point load of 8kN at joint D. The beams have varying I as stated in the figure. Take E as constant. 8kN 2kN/m 2.5kN/m 21 B 21 21 4m 4.5m 2m 4m E Figure 2: No Sidesway Frame (a) Using the moment distribution method, calculate the moments, then draw the bending moment diagram for ABCDEF. (b) Caleulate the shear forces for ABCDEF. Then illustrate the shear force diagram.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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